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作 者:Chen Renpeng Tang Lvjun Chen Yunmin
机构地区:[1]MOE Key Laboratory of Soft Soil and Geoenvironmental Engineering, Hangzhou 310058, China [2]Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China
出 处:《Engineering Sciences》2010年第4期31-36,共6页中国工程科学(英文版)
基 金:National Basic Research Program of China(No.2007CB714001);National Natural Science Foundation of China(No.50878193);New century Excellent Talents in University(NCET-08-0491)
摘 要:This paper presents the reason for instability of underground construction. In order to know failure mechanism during the whole construction process, a research framework of multi-scale based on experiments and numerical analysis is established. Some promising aspects in the topics of stability control are also given in the paper.
关 键 词:multi-field coupling multi-scale analysis EXCAVATION TUNNELING FAILURE
分 类 号:TU94[建筑科学—建筑技术科学] TS201.2[轻工技术与工程—食品科学]
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